JP2765264B2 - Ground drilling method and device - Google Patents

Ground drilling method and device

Info

Publication number
JP2765264B2
JP2765264B2 JP3105200A JP10520091A JP2765264B2 JP 2765264 B2 JP2765264 B2 JP 2765264B2 JP 3105200 A JP3105200 A JP 3105200A JP 10520091 A JP10520091 A JP 10520091A JP 2765264 B2 JP2765264 B2 JP 2765264B2
Authority
JP
Japan
Prior art keywords
bit
drill
tip
drilling
gas
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP3105200A
Other languages
Japanese (ja)
Other versions
JPH04312693A (en
Inventor
知平 登坂
吉也 羽生田
祥一 対馬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
OOBAYASHIGUMI KK
Original Assignee
OOBAYASHIGUMI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by OOBAYASHIGUMI KK filed Critical OOBAYASHIGUMI KK
Priority to JP3105200A priority Critical patent/JP2765264B2/en
Publication of JPH04312693A publication Critical patent/JPH04312693A/en
Application granted granted Critical
Publication of JP2765264B2 publication Critical patent/JP2765264B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、気泡を噴出させつつ
地盤を穿孔する方法およびその装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for perforating the ground while blowing air bubbles.

【0002】[0002]

【従来の技術】山岳トンネル工事などでは、発破を装填
するための穿孔や、ロックボルトを埋設するための穿孔
が行なわれる。この種の穿孔作業は、ロッド先端にビッ
トを装着した削孔用ドリルを削岩機に取り付け、回転と
パーカッション運動とをビットに伝達して衝撃掘削によ
り地山を穿孔するもので、削孔で発生するズリは削孔用
ドリルの外周と穿孔との間から排出される。従来では穿
孔作業と平行して空気や水を注入して、ドリルの冷却
と、粉塵防止およびズリ排出の促進を行っているが、以
下の問題があった。
2. Description of the Related Art In mountain tunnel construction and the like, drilling for loading blasting and drilling for burying rock bolts are performed. In this type of drilling work, a drill for drilling with a bit attached to the tip of a rod is attached to a rock drill, and rotation and percussion motion are transmitted to the bit to drill the ground by impact drilling. The generated debris is discharged from between the outer periphery of the drill and the hole. Conventionally, air or water is injected in parallel with the drilling operation to cool the drill, prevent dust, and promote the discharge of shear. However, there are the following problems.

【0003】すなわち、水を用いた場合、ズリの泥土化
と足場の泥寧化などの問題があるほか砂岩,角レキ岩等
では穿孔時の衝撃やフラッシング水で穿孔壁が塞がれ、
ジャミングにより削孔ドリルが把まれ、ドリル折損など
の穿孔不能による作業効率の低下が生じていた。また空
気を多くすると冷却や粉塵などの支障が生じていた。さ
らに穿孔壁の孔荒れは火薬の装填作業や爆破効果,ロッ
クボルトの定着などにも支障をきたす。
[0003] In other words, when water is used, there are problems such as muddy soil and muddy scaffolding. In addition, the perforation walls of sandstone, horned rock, etc. are blocked by the impact of drilling and flushing water,
The drill was caught by jamming, and the work efficiency was reduced due to the inability to drill such as breakage of the drill. Also, when the air is increased, problems such as cooling and dust have occurred. In addition, the roughening of the perforated wall impairs the explosive loading operation, the blasting effect, and the locking of the bolt.

【0004】そこで、塵埃の発生防止とともに、泥寧化
を防止し、同時に穿孔壁の自立を目的として気泡を用い
ることが検討されており、例えば特開平2−10128
4号公報,特開平2−232496号公報(国際分類:
E21C 7/06)などでは気泡をビット先端から噴
出させて、切粉をスラリー状にしながら削孔する方法お
よび装置が開示されている。しかしながらこれらの方法
および装置には以下にのべる問題があった。
[0004] Therefore, it has been studied to use air bubbles for the purpose of preventing dust from being generated and preventing muddying and, at the same time, making the perforated wall self-supporting.
No. 4, JP-A-2-232496 (international classification:
E21C 7/06) and the like disclose a method and an apparatus in which air bubbles are ejected from the tip of a bit to form a hole while cutting chips into a slurry. However, these methods and apparatuses have the following problems.

【0005】[0005]

【発明が解決しようとする課題】すなわち、これらはい
ずれも気泡または気泡と圧縮空気の混合物をビット内の
細長い流通孔に圧送しているが、気泡は、気泡状になる
と粘性が極度に上昇するため、流通孔を通りにくくな
り、気泡作成材料の供給にかなり高い圧力が必要にな
る。ところが、空気圧縮機の多くは低圧であり、また、
気泡作成のための材料の供給量や吐出圧力が少ないた
め、気泡の形成が不十分で有効な効果が得られなかっ
た。
In other words, all of these pump the bubbles or a mixture of the bubbles and the compressed air into the elongated flow holes in the bit, but the bubbles become extremely viscous when they become bubbles. Therefore, it is difficult to pass through the flow holes, and a considerably high pressure is required for supplying the bubble forming material. However, many air compressors have low pressure,
Since the supply amount and discharge pressure of the material for forming the bubbles were small, the formation of the bubbles was insufficient and no effective effect was obtained.

【0006】この発明は以上の問題を解決するものであ
って、低圧で圧送しても、十分な量の気泡をビット先端
付近から供給することができるようにした地盤穿孔方法
およびその装置を提供することを目的とする。
The present invention has been made to solve the above-mentioned problems, and provides a method and an apparatus for piercing a ground in which a sufficient amount of air bubbles can be supplied from near the tip of a bit even if the air is fed at a low pressure. The purpose is to do.

【0007】[0007]

【課題を解決するための手段】前記目的を達成するた
め、この発明は、地盤の穿孔方法として、起泡剤溶液と
圧縮空気の気液二相流体を削孔用ドリルのビット先端に
圧送し、前記ビットの先端近傍において前記気液二相流
体を発泡させて気泡を生成し、この気泡を前記ビット先
端から吐出させるようにした。
In order to achieve the above object, the present invention provides a method of piercing a ground, in which a gas-liquid two-phase fluid of a foaming agent solution and compressed air is pressure-fed to a bit end of a drill bit for drilling. The bubble is generated by bubbling the gas-liquid two-phase fluid near the tip of the bit, and the bubble is discharged from the tip of the bit.

【0008】また、この発明では、地盤の穿孔装置とし
て、削孔用ドリルの内部に形成された流通孔に気液二相
流体を生成する合流器を介して接続した圧縮空気供給器
および起泡剤溶液供給器と、前記削孔用ドリルの先端に
設けた気液二相流体を発泡させる多孔質の抵抗体とを備
えている。
[0008] In the present invention, a gas-liquid two-phase is formed in a flow hole formed inside a drill for drilling.
A compressed air supply device and a foaming agent solution supply device connected via a merging device for generating a fluid, and a porous resistor provided at the tip of the drill for drilling for foaming a gas-liquid two-phase fluid. ing.

【0009】[0009]

【作用】以上の穿孔方法およびその装置によれば、削孔
用ドリルの中空部内に合流器を介して供給された起泡剤
溶液および圧縮空気は、気液二相流体となって圧送さ
れ、ビット先端から噴出する直前に多孔質の抵抗体によ
り乱流が発生して、発泡して気泡が生成される。
According to the above-described drilling method and apparatus, the foaming agent solution and the compressed air supplied through the merger into the hollow portion of the drill are drilled as a gas-liquid two-phase fluid, and are pressure-fed. Immediately before jetting from the tip of the bit, turbulence is generated by the porous resistor and foams to generate bubbles.

【0010】[0010]

【実施例】図1はこの発明にかかる穿孔装置を示してい
る。図において、削岩機1の先端に設けた削孔用ドリル
2は前記削岩機1に軸結したシャンクロッド3にジョイ
ント4を介して複数の中継ロッド5をつなぎ、最先端の
中継ロッド5の先端にビット6をねじ込み固定したもの
である。前記削岩機1はシャンクロッド3の回転駆動用
モータ7およびシャンクロッド3の後端に対向する打撃
装置8を備え、削孔用ドリル2に回転とパーカッション
運動を伝達する。
1 shows a perforation apparatus according to the present invention. In the figure, a drill 2 for drilling provided at the tip of a rock drill 1 connects a plurality of relay rods 5 to a shank rod 3 connected to the rock drill 1 via a joint 4, and a cutting rod 5 at the forefront. The bit 6 is screwed and fixed to the tip of. The rock drilling machine 1 includes a motor 7 for rotationally driving the shank rod 3 and a hitting device 8 facing the rear end of the shank rod 3, and transmits rotation and percussion motion to the drill 2 for drilling.

【0011】前記シャンクロッド3および各中継ロッド
5の中心には、流通孔3a,5aが形成されているとと
もに、シャンクロッド3の外周にはスイベルジョイント
9が配置されている。このスイベルジョイント9には、
ホース10が接続され、このホース10の元側には、合
流器14が接続されている。そして、合流器14には、
流量調整弁TA を介してエアコンプレッサ11(圧縮空
気供給器)と、流量調整弁TB およびポンプPを介して
起泡剤溶液タンク12(気泡剤溶液供給器)とが接続さ
れている。
At the center of the shank rod 3 and the relay rods 5, flow holes 3a, 5a are formed, and a swivel joint 9 is arranged on the outer periphery of the shank rod 3. This swivel joint 9 has
The hose 10 is connected, and a merging device 14 is connected to a base side of the hose 10. And in the merging device 14,
An air compressor 11 (compressed air supply) is connected via a flow control valve TA, and a foaming agent solution tank 12 (foaming agent supply) via a flow control valve TB and a pump P.

【0012】前記起泡剤溶液タンク12には、界面活性
剤などからなる起泡剤の1〜3%水溶液に、少量の増粘
剤を加えて粘性を上げた起泡剤溶液が収容されている。
合流器14の詳細を図2に示している。同図に示す合流
器14は、前記流量調整弁TA ,TB が接続されるジョ
イント部14aと、螺旋菅14bとから構成されてい
て、起泡剤溶液と圧縮空気とを気液二相流体状で圧送す
る際に、圧縮空気の先行を防止する構造になっている。
なお、この場合、圧縮空気の先行をより確実に防止する
ためには、起泡剤溶液と圧縮空気とをエアコンプレッサ
11,ポンプPあるいは流量調整弁TA ,TB を制御す
ることにより、交互に合流器14に送出すれば良い。
The foaming agent solution tank 12 contains a 1 to 3% aqueous solution of a foaming agent composed of a surfactant or the like, to which a small amount of a thickener is added to increase the viscosity of the foaming agent solution. I have.
The details of the merger 14 are shown in FIG. The merging device 14 shown in FIG. 1 includes a joint portion 14a to which the flow control valves TA and TB are connected, and a helical tube 14b, and converts the foaming agent solution and the compressed air into a gas-liquid two-phase fluid. The structure prevents the compressed air from leading when pressure-feeding.
In this case, in order to more reliably prevent the leading of the compressed air, the foaming agent solution and the compressed air are merged alternately by controlling the air compressor 11, the pump P, or the flow control valves TA and TB. What is necessary is just to send to the container 14.

【0013】起泡剤溶液と圧縮空気とは、合流器14で
気液二相流体に変換され、ホース10およびスイベルジ
ョイント9を通って、各ロッド3,5に形成された流通
孔3a,5aを介して発泡しやすい状態でビット6側に
供給される。
The foaming agent solution and the compressed air are converted into a gas-liquid two-phase fluid by a merger 14, passed through a hose 10 and a swivel joint 9, and flow holes 3 a, 5 a formed in each rod 3, 5. Is supplied to the bit 6 in a state where it is easily foamed.

【0014】ビット6は、図3に示すように、その先端
に削孔用刃具6aを一体に設けたもので、その内部に
は、前記流通孔5aに連通する同一径の流通孔6bと、
これに連続して一段拡径された拡張室6cが形成され、
さらにこの拡張室6cの先端側は、前記刃具6aの中心
に開口する小径の噴出口6dに連続している。
As shown in FIG. 3, the bit 6 has a drilling blade 6a integrally provided at the tip thereof. Inside the bit 6, a flow hole 6b having the same diameter communicating with the flow hole 5a is provided.
An expansion chamber 6c having a one-step diameter increase is formed continuously to this,
Further, the distal end side of the expansion chamber 6c is continuous with a small-diameter jet port 6d opening at the center of the cutting tool 6a.

【0015】そして、拡張室6cの先端から噴出口6d
にかけてその内部には、ビーズ,金属などの繊維等から
なる多孔質の抵抗体16が充填されている。したがっ
て、ビット6の内部に入った気液二相流体は、その断面
形状および抵抗体16により起泡剤溶液と圧縮空気との
混合割合に応じて発泡し、相応の気泡が生成され、生成
された気泡は、外部の穿孔E1 側に吐出させる。
Then, a jet port 6d extends from the tip of the expansion chamber 6c.
The inside is filled with a porous resistor 16 made of beads, fibers of metal or the like. Therefore, the gas-liquid two-phase fluid that has entered the bit 6 is foamed by the cross-sectional shape and the resistor 16 in accordance with the mixing ratio of the foaming agent solution and the compressed air, and corresponding bubbles are generated. The air bubbles are discharged to the outer perforation E1 side.

【0016】この場合、起泡剤の粘度は、増粘剤を加え
たとしても、非発泡状態では10〜数百センチポイズと
極めて低いが、発泡状態では数千〜1万センチポイズの
粘稠な気泡となり、しかも地盤性状に応じて気液二相流
体の混合割合を変化させることで所望の気泡が生成さ
れ、生成された気泡は削孔ズリと混合し、気泡とともに
噴出する余剰空気により穿孔E1 を通じて切羽側に排出
される。排出された気泡とズリの二相流体は消泡剤を加
えるか或いは気泡の自然消滅により、流動性を失って通
常のズリとして処分されることになるのである。
In this case, the viscosity of the foaming agent is as low as 10 to several hundred centipoise in the non-foamed state, but is several thousand to 10,000 centipoise in the foamed state even if the thickener is added. In addition, desired bubbles are generated by changing the mixing ratio of the gas-liquid two-phase fluid in accordance with the properties of the ground, and the generated bubbles are mixed with the drilling debris, and are discharged through the perforations E1 by excess air ejected with the bubbles. It is discharged to the face side. The discharged bubble and waste two-phase fluid loses fluidity and is disposed of as normal waste due to the addition of an antifoaming agent or the natural disappearance of bubbles.

【0017】[0017]

【発明の効果】以上実施例によって詳細に説明したよう
に、この発明にかかる地盤穿孔方法およびその装置にあ
っては、削孔用ドリルの中空部内に合流器を通じて供給
された起泡剤溶液および圧縮空気は、気液二相流体とな
って圧送され、ビット先端から吐出する段階で発泡する
ようになっているので、圧送圧力が小さくても十分な量
の気泡を穿孔面に吐出させることができ、塵埃の発生防
止、および泥寧化を防止すると同時に穿孔壁の自立のた
めに好適である。
As has been described in detail in the above embodiments, the method and the apparatus for piercing the ground according to the present invention provide a foaming agent solution and a foaming agent solution supplied into a hollow portion of a drill for drilling through a merger. Compressed air is pressure-fed as a gas-liquid two-phase fluid and foams at the stage of discharging from the tip of the bit, so even if the pressure is low, a sufficient amount of air bubbles can be discharged to the perforated surface. This is suitable for preventing the generation of dust and preventing the formation of mud and at the same time for the self-support of the perforated wall.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明による地盤穿孔装置の概要を示す断面
図である。
FIG. 1 is a sectional view showing an outline of a ground drilling device according to the present invention.

【図2】図1の合流器の拡大図である。FIG. 2 is an enlarged view of the merger of FIG.

【図3】図1のビット部分の拡大断面図である。FIG. 3 is an enlarged sectional view of a bit part in FIG. 1;

【符号の説明】[Explanation of symbols]

1 削岩機 2 削孔用ドリル 3 シャンクロッド 5 中継ロッド 3a,5a,6b 流通孔 6 ビット 6a 刃具 6c 拡張室 6d 噴出口 9 スイベルジョイント 11 エアコンプレッサ 12 起泡剤溶液タンク 14 合流器 16 多孔質の抵抗体 E1 穿孔 REFERENCE SIGNS LIST 1 rock drill 2 drill for drilling 3 shank rod 5 relay rod 3a, 5a, 6b flow hole 6 bit 6a cutting tool 6c expansion chamber 6d spout 9 swivel joint 11 air compressor 12 foaming agent solution tank 14 merger 16 porous Resistor E1 perforation

フロントページの続き (56)参考文献 特開 平2−101284(JP,A) 特公 昭48−34317(JP,B1) (58)調査した分野(Int.Cl.6,DB名) E21C 7/06 E21B 21/14Continuation of the front page (56) References JP-A-2-101284 (JP, A) JP-B-48-34317 (JP, B1) (58) Fields investigated (Int. Cl. 6 , DB name) E21C 7 / 06 E21B 21/14

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 起泡剤溶液と圧縮空気の気液二相流体を
削孔用ドリルのビット先端に圧送し、前記ビットの先端
近傍において前記気液二相流体を発泡させて気泡を生成
し、この気泡を前記ビット先端から吐出させることを特
徴とする地盤穿孔方法。
1. A gas-liquid two-phase fluid of a foaming agent solution and compressed air is pressure-fed to a bit tip of a drill bit, and the gas-liquid two-phase fluid is foamed near the tip of the bit to generate air bubbles. And discharging the air bubbles from the tip of the bit.
【請求項2】 削孔用ドリルの内部に形成された流通孔
気液二相流体を生成する合流器を介して接続した圧縮
空気供給器および起泡剤溶液供給器と、前記削孔用ドリ
ルの先端に設けた気液二相流体を発泡させる多孔質の抵
抗体とを備えたことを特徴とする地盤穿孔装置。
2. A compressed air supply device and a foaming agent solution supply device connected to a flow hole formed inside a drill for drilling through a merger for generating a gas-liquid two-phase fluid, And a porous resistor provided at the tip of the drill and configured to foam a gas-liquid two-phase fluid .
JP3105200A 1991-04-11 1991-04-11 Ground drilling method and device Expired - Fee Related JP2765264B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3105200A JP2765264B2 (en) 1991-04-11 1991-04-11 Ground drilling method and device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3105200A JP2765264B2 (en) 1991-04-11 1991-04-11 Ground drilling method and device

Publications (2)

Publication Number Publication Date
JPH04312693A JPH04312693A (en) 1992-11-04
JP2765264B2 true JP2765264B2 (en) 1998-06-11

Family

ID=14401026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3105200A Expired - Fee Related JP2765264B2 (en) 1991-04-11 1991-04-11 Ground drilling method and device

Country Status (1)

Country Link
JP (1) JP2765264B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6102484A (en) * 1996-07-30 2000-08-15 Applied Geodynamics, Inc. Controlled foam injection method and means for fragmentation of hard compact rock and concrete
US6375271B1 (en) 1999-04-30 2002-04-23 Young, Iii Chapman Controlled foam injection method and means for fragmentation of hard compact rock and concrete
CN103939096B (en) * 2014-02-25 2015-10-28 中国矿业大学 Spray foam dedusting system in a kind of development machine

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5113252B2 (en) * 1971-09-07 1976-04-27
JPH0610395B2 (en) * 1988-10-07 1994-02-09 飛島建設株式会社 Drilling method and device

Also Published As

Publication number Publication date
JPH04312693A (en) 1992-11-04

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